E = 29,000 ksi I = 4,000 in.+ Do FIG. P6.16, P6.42 64 k B -9 ft- -18 ft- -9 ft El = constant E = 29,000 ksi I = 500 in.4

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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ERIALS/1ST%20sem/CE%20PC%20313/Structural%20Analysis%20by%20Aslam%20..
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TU IL
TO IL
El = constant
E = 29,000 ksi
I = 4,000 in.4
FIG. P6.16, P6.42
64 k
t point A
C
В
9 ft
9 ft-
-18 ft
El = constant
E = 29,000 ksi
I = 500 in.4
FIG. P6.17, P6.43
6.18 through 6.22 Determine the smallest moment of inertia I
required for the beam shown, so that its maximum deflection
does not execed the limit of 1/360 of the span length (i.e.,
Amax < L/360). Use the moment-area method.
C
60 kN
300 kN - m
A
B.
.1
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Transcribed Image Text:5:18 M LAZ Zoom Leave V ERIALS/1ST%20sem/CE%20PC%20313/Structural%20Analysis%20by%20Aslam%20.. Sign in ... TU IL TO IL El = constant E = 29,000 ksi I = 4,000 in.4 FIG. P6.16, P6.42 64 k t point A C В 9 ft 9 ft- -18 ft El = constant E = 29,000 ksi I = 500 in.4 FIG. P6.17, P6.43 6.18 through 6.22 Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not execed the limit of 1/360 of the span length (i.e., Amax < L/360). Use the moment-area method. C 60 kN 300 kN - m A B. .1 Unmute Start Video Share Participants More II
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